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3067 Moulden Hollow Dr
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3067 Moulden Hollow Dr
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Last modified
3/21/2025 6:13:09 AM
Creation date
2/27/2025 11:16:55 AM
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Building Plans
Street #
3067
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19704
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />— — — — — EXTENDED — <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />4' RIDGE VENT <br />--------- T.O.M. <br />--- 1.0 <br />-------- HDRHGT <br />-----------------------------------L F.FL. <br />12 <br />�5 <br />19' RIDGE VENT <br />0 <br />co <br />9 <br />REAR ELEVATION - Al <br />T.O.I <br />1'-0" <br />TEXTURED4 TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) 4 <br />BD <br />------------- F.FL. <br />LEFT ELEVATION - Al <br />1 /4"=1' <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />""G.C. VERIFY ROOF PITCH" <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />"*ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />Is Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to I= provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O'Hagin vents Needed <br />(DLo <br />z�® <br />z�z <br />a <br />U) z <br />W <br />cn 0 <br />Q) C <br />4__J W <br />OLU <br />U <br />m� <br />�� <br />w <br />' ~ <br />r_ m cn <br />O :00 <br />_ <br />U <br />�- 00 <br />a � <br />sc <br />Lo Ci <br />\N\\\N aN N <br />p..• <br />' M <br />o <br />II•. <br />/ <br />M <br />ty <br />; <br />O F•E SS\ <br />To the best of the En �,i�nowled a.k Ion, and <br />belief, the 'contained <br />structural plans'afrf/4I��1�i <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />C:) <br />z <br />0 <br />r>-+HMO <br />M <br />Q 'gyp Ln <br />a tn•ON <br />L� <br />HCUB <br />CL <br />`/\ <br />� U a 00 <br />Q <br />E <br />z f13 <br />C:) <br />WJ <br />z <br />CQ <br />>Z <br />QaaC� <br />w0 <br />Z <br />O�Z� <br />u.0 <br />Q <br />2 <br />Sg�® <br />W <br />J <br />N <br />L <br />N <br />W <br />U <br />L <br />U <br />= <br />Q <br />Q <br />o <br />0 <br />� <br />�696 <br />*k <br />fV <br />Q <br />z <br />Ate- <br />' ` <br />`aLu <br />W W... <br />J <br />� <br />WLij <br />56 <br />Z C <br />m <br />C)Z <br />N <br />06 <br />Z <br />g <br />~z <br />W <br />O <br />,-i <br />a <br />= <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /31 /2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />
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